Discussion on 'Composite (steel-concrete) highway bridge fatigue assessment' by F.N. Leitao, J.G.S. da Silva, P.C.G. da S. Vellasco, SAL de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14-24]

Guo-Tao Yang; Qing-Tian Su

首页> 外文期刊>Journal of Constructional Steel Research >Discussion on 'Composite (steel-concrete) highway bridge fatigue assessment' by F.N. Leitao, J.G.S. da Silva, P.C.G. da S. Vellasco, SAL de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14-24]

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Discussion on 'Composite (steel-concrete) highway bridge fatigue assessment' by F.N. Leitao, J.G.S. da Silva, P.C.G. da S. Vellasco, SAL de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14-24]

机译：F.N.的“综合（钢-混凝土）公路桥梁疲劳评估”讨论雷涛，J.G.S.达·席尔瓦（P.C.G.） da S. Vellasco，SAL de Andrade和L.R.O. de Lima [J Constr Steel Res 2011; 67（1）：14-24]

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A discussion was proposed on the paper "Composite (steel-concrete) highway bridge fatigue assessment" by F.N. Leitao, J.G.S. da Silva, P.CG. da S. Vellasco, S.A.L. de Andrade, and L.R.O. de Lima. The main point of the discussion is the finite element model, in which the shear connectors of the steel-concrete composite girders were not considered. Besides, several issues such as the influence of other variable loads, the dynamic effects of vehicle loads due to irregular pavement surface, and critical locations of fatigue assessment of steel-concrete composite girders require further explanation to the readers.

机译：F.N.在论文“复合（钢-混凝土）公路桥梁疲劳评估”中提出了讨论。雷涛，J.G.S.达席尔瓦（P.CG）。 da S.Vellasco，S.A.L.德安德拉德和L.R.O.德利马。讨论的重点是有限元模型，其中未考虑钢混凝土组合梁的剪力连接器。此外，其他可变载荷的影响，路面不平整引起的车辆载荷的动态影响以及钢混凝土复合大梁疲劳评估的关键位置等问题也需要向读者进一步说明。

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来源
《Journal of Constructional Steel Research》 |2011年第9期|p.1411-1412|共2页
作者
Guo-Tao Yang; Qing-Tian Su;
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作者单位

Department of Bridge Engineering, Tongji University, Shanghai 200092, China;

Department of Bridge Engineering, Tongji University, Shanghai 200092, China;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类
关键词
fatigue analysis; structural dynamics; steel and composite highway bridges; computational modelling;

机译：疲劳分析;结构动力学;钢复合公路桥梁;计算模型;
入库时间 2022-08-18 00:15:35

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机译：撤回关于“具有两个波纹钢腹板的组合梁的疲劳特性研究和寿命评估”的通知[J.构造Steel Res。，141（2018），第287-295页]
2. Retraction notice to 'Fatigue property study and life assessment of composite girders with two corrugated steel webs' [J. Constr. Steel Res., 141 (2018), pp. 287-295] [J] . Yuan Shucheng, Dong Jiangfeng, Wang Qingyuan, Journal of Constructional Steel Research . 2019,第May期

机译：缩回通知“具有两个波纹钢网的复合梁的疲劳性研究与寿命评估”[J。约束。钢铁资源，141（2018），第287-295页。
3. Book reviewsDESIGN GUIDE FOR COMPOSITE HIGHWAY BRIDGES. Design Guide for Composite Highway Bridges: worked Examples The Steel Construction Institute. The Steel Construction Institute, 2001. 1 85942 117 2 1 85942 118 0, 70 172 pp.AN INTRODUCTION TO HIGHWAY LAW (SECOND EDITION). OrlikM.. Shaw and Sons Limited, 2001. 0 7219 1331 8, £21.95, 250 pp.MONITORING AND EVALUATION OF A TELEWORKING TRIAL IN HAMPSHIRE. TRL REPORT 414. The Transport Research Laboratory. TRL Limited, 1999. 0968 4107, 101 pp.UNDERSTANDING TRAFFIC SYSTEMS: DATA ANALYSIS AND PRESENTATION (SECOND EDITION). TaylorM. A. P.. BonsallP. W. and YoungW.THE TECHNICAL DEVELOPMENT OF ROADS IN BRITAIN. Graham West. Ashgate, Aldershot, 2000. 0 7546 1406 9, 161 pp.HIGHWAYS. O'FlahertyC. A.et al.Butterworth Heinemann, 2002. 0 7506 5090 7, £24.99, 553 pp.CHARACTERIZATION OF MODIFIED ASPHALT BINDERS IN SUPERPAVE MIX DESIGN. NCHRP Report 459. BahiaH. U.et al.Transportation Research Board and National Research Council. National Academy Press, 2001. 0309 06707 3, 95 pp.MANAGEMENT OF HIGHWAY STRUCTURES. ParagC. Das. (ed.). London: Thomas Telford Publishing 0 7277 2775 3.HIGHWAY WINTER MAINTENANCE: A PRACTICAL GUIDE. ICE. Thomas Telford Ltd., London, 2000. 0 7277 2957 8, 104 pp.BRIDGE MANAGEMENT. RyallM. J. Butterworth Heinemann, 2001. 0 7506 5077 X, £60.00, 439 pp. [O] . J. Lane, J. Relfe, J. C. Miles, 2002

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Discussion on 'Composite (steel-concrete) highway bridge fatigue assessment' by F.N. Leitao, J.G.S. da Silva, P.C.G. da S. Vellasco, SAL de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14-24]

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